[1]Shemyakin E I,Fisenko G L, Kurlenya M V. Zonal disintegration of around underground working, part Ⅰ: date of on-site observations[J]. Journal of Mining Science, 1986, 22(3): 157-168.
[2]顾金才, 顾雷雨, 陈安敏, 等. 深部开挖洞室围岩分层断裂破坏机制模型试验研究[J]. 岩石力学与工程学报, 2008, 27(3): 433-438.(Gu Jincai, Gu Leiyu, Chen Anmin, et al. Model test study on mechanism of layered fracture within surrounding rock of tunnels in deep stratum[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(3): 433-438. (in Chinese))
[3]周小平, 毕靖, 钱七虎. 动态开挖卸荷条件下深埋圆形洞室各向同性围岩的分区破裂化机理[J]. 固体力学学报, 2013, 34(4): 352-360.(Zhou Xiaoping, Bi Jing, Qian Qihu. The zonal disintegration mechanism of isotropic rock masses around a deep circular tunnel subjected to dynamic unloading[J]. Chinese Journal of Solid Mechanics, 2013, 34(4): 352-360. (in Chinese))
[4]张强勇, 张绪涛, 向文, 等. 不同洞形与加载方式对深部岩体分区破裂影响的模型试验研究[J]. 岩石力学与工程学报, 2013, 32(8): 1565-1571.(Zhang Qiangyong, Zhang Xutao, Xiang Wen, et al. Model test study of zonal disintegration in deep rock mass under different cavern shapes and loading conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(8): 1565-1571. (in Chinese))
[5]王学滨, 马冰, 张智慧, 等. 不同轴压／侧压下逐步开挖马蹄形巷道围岩分区破裂化数值模拟[J]. 防灾减灾工程学报, 2019, 39(5): 827-834.(Wang Xuebing, Ma Bing, Zhang Zhihui, et al. Numerical simulation on zonal disintegration of surrounding rock of u-shaped tunnel under progressive excavation and different rations of axial pressure to lateral pressure[J]. Journal of Disaster Prevention and Mitigation Engineering, 2019, 39(5): 827-834. (in Chinese))
[6]Chanyshev A, Belousova O E. Inclusion of inhomogeneous deformation and strength characteristics in the problem on zonal disintegration of rocks[A]//Kurlenya M, ed. Conference on Geodynamics and Stress State of the Earth's Interior (GSSEI)[C]. Novosibirsk, Russia: Russian Academy of Sciences Press, 2018: 012011.
[7]钱七虎,李树忱. 深部岩体工程围岩分区破裂化现象研究综述[J]. 岩石力学与工程学报, 2008, 27(6): 1278-1284.(Qian Qihu, Li Shuchen. A review of research on zonal disintegration phenomenon in deep rock mass engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(6): 1278-1284. (in Chinese))
[8]顾金才. 深部开挖洞周围岩分区破裂化机理分析与试验验证[A]//中国科协学会学术部编. 新观点新学说学术沙龙文集[C]. 北京:中国科学技术出版社,2008: 7-11.(Gu Jincai. Analysis and experimental verification of zonal disintegration of surrounding rock of deep excavation[A]//Academic Department of China Association for Science and Technology, ed. New View New Theory Academic Salon Anthology[C]. Beijing:China Science and Technology Press, 2008, 7-11. (in Chinese))
[9]周小平, 钱七虎. 非协调变形下深部岩体破坏的非欧模型[J]. 岩石力学与工程学报, 2013, 32(4): 767-774.(Zhou Xiaoping, Qian Qihu. Non-euclidean model of failure of deep rock masses under incompatible deformation[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(4): 767-774. (in Chinese))
[10]Zhang Q Y, Zhang X T, Wang Z C, et al. Failure mechanism and numerical simulation of zonal disintegration around a deep tunnel under high stress[J]. International Journal of Rock Mechanics & Mining Sciences, 2017, 93: 344-355.
[11]戚承志, 钱七虎, 王明洋, 等. 深部隧道围岩分区破裂的内变量梯度塑性模型[J]. 岩石力学与工程学报, 2012, 31(增1): 2722-2728.(Qi Chengzhi, Qian Qihu, Wang Mingyang, et al. Internal variable gradient plasticity model for zonal disintegration of surrounding rocks in deep tunnels[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(Supp.1): 2722-2728. (in Chinese))
[12]陈昊祥, 戚承志, 李凯锐, 等. 深部巷道围岩分区破裂的非线性连续相变模型研究[J]. 岩土力学, 2017, 38(4): 1033-1040.(Chen Haoxiang, Qi Chenzhi, Li Kairui, et al. Nonlinear continuous phase transition model for zonal disintegration of rock masses around deep tunnels[J]. Rock and Soil Mechanics, 2017, 38(4): 1033-1040. (in Chinese))
[13]鲁建荣. 基于厚壁筒三维解析模型的深部洞室围岩分区破裂化机制研究[J]. 岩土力学, 2014, 35(9): 2673-2684.(Lu Jianrong. Mechanism of zonal disintegration within surrounding rock of deep tunnel based on 3D analytical model of thick-walled cylinder[J]. Rock and Soil Mechanics, 2014, 35(9): 2673-2684. (in Chinese))
[14]周小平, 钱七虎, 张伯虎, 等. 深埋球形洞室围岩分区破裂化机理[J]. 工程力学, 2010, 27(1): 69-90.(Zhou Xiaoping, Qian Qihu, Zhang Bohu, et al. The mechanism of the zonal disintegration phenomenon around deep spherical tunnels[J]. Engineering mechanics, 2010, 27(1): 69-90. (in Chinese))
[15]逄焕东, 高文乐, 郭得福, 等. 爆破方法改变分区破裂巷道围岩应力传递[J]. 地下空间与工程学报, 2015, 11(5): 1351-1354.(Pang Huandong, Gao Wenle, Guo Defu, et al. Blasting method to change stress transfer of confining rock in tunnels with zonal fracturing[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(5): 1351-1354. (in Chinese))
[16]Chen X G, Zhang N, Ma T C, et al. Energy-based forming and anchoring mechanism and criterion for zonal disintegration[J]. Theoretical and Applied Fracture Mechanics, 2018, 97: 349-356.
[17]高强, 张强勇, 张绪涛, 等. 基于应变梯度的深部洞室围岩在动力卸荷作用下的分区破裂机制分析[J]. 岩土力学, 2018, 39(9):1001-1014.(Gao Qiang, Zhang Qiangyong, Zhang Xutao, et al. Zonal disintegration mechanism analysis based on strain gradient of deep surrounding rockmass under the effect of dynamic unloading[J]. Rock and Soil Mechanics, 2018, 39(9): 1001-1014. (in Chinese))
[18]王明洋, 陈昊祥, 李杰, 等 深部巷道分区破裂化计算理论与实测对比研究[J]. 岩石力学与工程学报, 2018, 37(10): 2209-2218.(Wang Mingyang, Chen Haoxiang, Li Jie, et al. Theoretical research on zonal disintegration of rock masses around deep tunnels and comparisons with in-situ observations[J]. Chinese journal of Rock Mechanics and Engineering, 2018, 37(10): 2209-2218. (in Chinese))
[19]余涛, 张乾, 张尚达, 等. 穿采空区巷道围岩特性分析及稳定性控制[J]. 地下空间与工程学报, 2021, 17(3): 909-917.(Yu Tao, Zhang Qian, Zhang Shangda, et al. Characteristics analysis and stability control of surrounding rock in crossing the mined-out area roadway[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(3): 909-917. (in Chinese))
[20]郭瑞, 张勇, 陈庆港. 动静载荷下深部开挖巷道围岩变形破坏特征及支护优化[J]. 煤炭技术, 2022, 41(12): 81-85.(Guo Rui, Zhang Yong, Chen Qinggang. Deformation and failure characteristics of surrounding rock and support optimization on deep excavation roadway under dynamic and static combined loading condition[J]. Coal Technology, 2022, 41(12): 81-85 (in Chinese))
[21]Lu S W, Zhou C B, Zhang Z, et al. Particle velocity response of surrounding rock of a circular tunnel subjected to cylindrical p-waves[J]. Tunnelling and Underground Space Technology, 2019, 83: 393-400.
[22]Lu S W, Zhou C B, Zhang Z, et al. Dynamic stress concentration of surrounding rock of a circular tunnel subjected to blasting cylindrical p-waves[J]. Geotechnical and Geological Engineering, 2019, 37(4): 2363-2371.
[23]Osinov V A. Blast-induced waves in soil around a tunnel[J]. Archive of Applied Mechanics, 2011, 85: 543-559.
[24]Xu L, Schreyer H & Sulsky D. Blast-induced rock fracture near a tunnel[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2015, 39(1): 23-50.
[25]闫桂峰, 张琼, 姜海燕. 数学物理方程与特殊函数[M]. 北京: 电子工业出版社, 2013.(Yan Guifeng, Zhang Qiong, Jiang Haiyan. Mathematical physics equations and special functions[M]. Beijing: Publishing House of Electronics Industry, 2013. (in Chinese))
[26]李业学, 谢和平, 朱哲明, 等. 应力波穿越分形节理时的透反射规律研究[J]. 岩石力学与工程学报, 2009, 28(1): 120-129.(Li Yexue, Xie Heping, Zhu Zheming, et al. Study on rules of transmission and reflection of stress wave across fractal joint[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(1): 120-129. (in Chinese))
[27]刘少虹, 冯美华, 潘俊锋, 等. 卸压爆破下强冲击危险巷道围岩振动规律试验分析[J]. 岩石力学与工程学报, 2016, 35(5): 906-918.(Liu Shaohong, Feng Meihua, Pan Junfeng, et al. Experimental analysis on vibration of roadway with strong probability of rock burst subjected to pressure relief blasting[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(5): 906-918. (in Chinese))
[28]韩嵩, 蔡美峰. 节理岩体物理模拟与超声波试验研究[J]. 岩石力学与工程学报, 2007, 26(5): 1026-1033.(Han Song, Cai Meifeng. Study on physical simulation of jointed rock mass and ultrasonic experiments[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(5): 1026-1033. (in Chinese))
[29]李术才, 王汉鹏, 钱七虎, 等. 深部巷道围岩分区破裂化现象现场监测研究[J]. 岩石力学与工程学报, 2008, 27(2): 1545-1553.(Li Shucai, Wang Hanpeng, Qian Qihu, et al. In-situ monitoring research on zonal disintegration of surrounding rock mass in deep mine roadways[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(2): 1545-1553. (in Chinese))
